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HomeMy WebLinkAbout0594.95.5SIMPSON ST2115 STRAP SIMPSON HU2107 JOIST HANGER-------%_ 2x10 0 16" O.C. GLULAM BM. "GLULAM BM. GLULAM ARCH - 8' CiMIJ BOND BEAM W/1-0 CONT. i ANCHOR BOLT SECTION SCALE: 1/2' 1' -0' 3 J 6 8" CMU E W /(2) #4 1/2"0 AN AT 4' -0" 3/8" PLATE W/ (2) 3/4" DIA. THRU –BOLTS 5 "x 5 1/2" GLULAM KICKER AT EACH PURLIN L3x3x1 /4" x 3" LONG W/ 3/4" DIA. BOLTS �-- 2x4 L14TEL L3 1/2 x 3 1/2 x 5/16 ` – 2x6 URGER W/(2) 1/4!'# ! TAPCON SCREWS 16' MUCK BEYiOND IMNDOW f I 1" •" 4" SECTION SCALE: 1/2" = 1' -0" +(18' -0") (NEW FDN. WALL ROUGHEN SURFACE •♦ ��•�^ �;.Ls: (5) #5 x 8' -0" TOP ''�• ^; (3) #5 CONT. BOT. (2 #5 x 8' -0" BOT. COMPACTED BACKFILL (2) #4 x 1' -9" 0 12" W/ 6" EPDXY EMBED. INTO EXIST. CONCRETE WALL CONCRETE COLUMN – 1' -6" x 1' -6" W/ (4) #6 VERTICAL O BLOCKING 8" CMU BOND BEAM W/(2) #4 CONT. do 1/2-0 ANCHOR BOLT ' AT 4' -0" O.C. - EXTEND WALL REINFORCING INTO BOND BEAM SECTION SCALE: 1/2" 1' -0" TYP• 2012 G GLULAM BEAM – SEE PLAN FOR SIZE 5/8" THRU –BOLTS (ONE IN EACH BEAM) — TUBE STEEL COLUMN – SEE PLAN FOR SIZE SECTION SCALE: 1" = 17" SECTION. SCALE: 1" = 1' -0' '— 2x6 0 16" +(18' -3 1/2 ") &, 2x4 2x6 LEDGER W /(2) 1/4-0 TAPCON SCREWS 0 16" PLATES: 3/8 "x 10 "x BM. DEPTH CAP PLATE: 5/8 "x 6 1/8"x 0' -10" i GLULAM ARCI GLULAM BEAM – SEE PLAN PL. 1 /2 "x10 "x16" EA. SIDE W/SADDLE & 5 -3/4" DIA. A325 BOLTS. �- V 0 0 O 0 0 A y 4 r ° i R,t t M • 't OHM ....n. -- i .+ k ` r 4 „ r.. 0 . I 1" •" 4" SECTION SCALE: 1/2" = 1' -0" +(18' -0") (NEW FDN. WALL ROUGHEN SURFACE •♦ ��•�^ �;.Ls: (5) #5 x 8' -0" TOP ''�• ^; (3) #5 CONT. BOT. (2 #5 x 8' -0" BOT. COMPACTED BACKFILL (2) #4 x 1' -9" 0 12" W/ 6" EPDXY EMBED. INTO EXIST. CONCRETE WALL CONCRETE COLUMN – 1' -6" x 1' -6" W/ (4) #6 VERTICAL O BLOCKING 8" CMU BOND BEAM W/(2) #4 CONT. do 1/2-0 ANCHOR BOLT ' AT 4' -0" O.C. - EXTEND WALL REINFORCING INTO BOND BEAM SECTION SCALE: 1/2" 1' -0" TYP• 2012 G GLULAM BEAM – SEE PLAN FOR SIZE 5/8" THRU –BOLTS (ONE IN EACH BEAM) — TUBE STEEL COLUMN – SEE PLAN FOR SIZE SECTION SCALE: 1" = 17" SECTION. SCALE: 1" = 1' -0' '— 2x6 0 16" +(18' -3 1/2 ") &, 2x4 2x6 LEDGER W /(2) 1/4-0 TAPCON SCREWS 0 16" PLATES: 3/8 "x 10 "x BM. DEPTH CAP PLATE: 5/8 "x 6 1/8"x 0' -10" i GLULAM ARCI GLULAM BEAM – SEE PLAN PL. 1 /2 "x10 "x16" EA. SIDE W/SADDLE & 5 -3/4" DIA. A325 BOLTS. �- V 0 0 O 0 0 A SIMPSON ST2115 ' SIMPSON HU21OTF JOIST HANGER 200 0 16" O.C. —J PURLIN —J GLULAM BM. ■m C 4c O m� m 3/8" PLATE W/ E N t31 N E E i "40 (2) 3/4" DIA, SR6ICAIRA. DEERS FOM EIDERS *X K Ca16EN THRU –BOLTS 9102 " Yeri m Street. Sue 454 1pli v p6 IN 403 5 "x 5 1/2" GLULAM 317- 580 -0402 317- 582 -0766 Fox/Nodo WOOD DECK KICKER AT EACH It PURLIN UUM /4" x 3" LONG W/ 3/4" DIA. BOLTS SECTION SCALE: 1/2" = 1' -0" SECTION SCALE: 1/2" = 1' -0" SECTION SCALE: 3/4" - 1' -0" GLULAM ARCH EXISTING SLAB NEW SLAB - ,,,— REMOVE EXISTING BRICK 1/2" EXP. JT. MAT'L •" EXIST. BSM'T. WALL GLULAM BEAM SEE PLAN HANDRAIL – FOR SIZE SEE ARCH. 5/8" T&G APA RATED DECKING —1 ; 12" TJI SIMPSON STRONG –TIE "U" HANGER WITH WEB STIFFENER – EXISTING BRICK TO BE REMOVED AND REPLACED WITH 4" SPLIT FACE BLOCK – EXISTING BLOCK WALL 8" CMU WALL 200 W /(2) 1/2" 4 HIL1I — SLEEVE ANCHORS 0 16 O.C. SECTION SCALE: 1" - 1' –O" f 1 V 1 A OPP. S4 S4 ANI ISSUE DATE: 1 JUNE 1994 REVISION 0 DATE PROJECT NO.: 9397 SHEET NO. OF 4 STRLItIURAL :